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Prof. Osama El Masry

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Mechanical Engineering Department ME332 Operation and Management of Power Plants Prof. Osama A El Masry Steam Condenser II Prof. Osama El Masry Steam Condenser Design ... – PowerPoint PPT presentation

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Title: Prof. Osama El Masry


1
Steam Condenser II
Mechanical Engineering Department ME332 Operation
and Management of Power Plants Prof. Osama A El
Masry
  • Prof. Osama El Masry

2
Steam Condenser Design
  • Assumption while design heat exchanger
  • The heat exchanger operates under steady-state
    conditions i.e., constant flow rates and fluid
    temperatures (at the inlet and within the
    exchanger) independent of time.
  • Heat losses to or from the surroundings are
    negligible (i.e. the heat exchanger outside walls
    are adiabatic).
  • There are no thermal energy sources or sinks in
    the exchanger walls or fluids, such as electric
    heating, chemical reaction, or nuclear processes.
  • The temperature of each fluid is uniform over
    every cross section in counter flow and parallel
    flow exchangers. For a multipass exchanger, the
    foregoing statements apply to each pass depending
    on the basic flow arrangement of the passes the
    fluid is considered mixed or unmixed between
    passes as specified.

3
  • 5. Wall thermal resistance is distributed
    uniformly in the entire exchanger.
  • 6.The phase change occurs at a constant
    temperature as for a single-component fluid at
    constant pressure the effective specific heat
    cpeff for the phase-changing fluid is infinity in
    this case, and hence Cmax m cpeff 00, where m
    is the fluid mass flow rate.
  • 7. Longitudinal heat conduction in the fluids and
    in the wall is negligible.
  • 8. The individual and overall heat transfer
    coefficients are constant (independent of
    temperature, time, and position) throughout the
    exchanger, including the case of phase changing
    fluids in assumption 6.
  • 9. The specific heat of each fluid is constant
    throughout the exchanger, so that heat capacity
    rate on each side is treated as constant.

4
  • 10. . The heat transfer surface area A is
    distributed uniformly on each fluid side in a
    single-pass or multipass exchanger. In a
    multipass unit, the heat transfer surface area is
    distributed uniformly in each pass, although
    different passes can have different surface
    areas.
  • 11. The velocity and temperature at the entrance
    of the heat exchanger on each fluids side are
    uniform over the flow cross section. There is no
    gross flow misdistribution at the inlet.
  • 12. The fluid flow rate is uniformly distributed
    through the exchanger on each fluid side in each
    pass i.e., no passage-to-passage or
    viscosity-induced misdistribution occurs in the
    exchanger core. Also, no flow stratification,
    flow bypassing, or flow leakages occur in any
    stream. The flow condition is characterized by
    the bulk (or mean) velocity at any cross section

5
Condenser Design
H.T. Calculation
Temperature Profile
6
Heat Transfer
Dimensionless numbers and properties Prandalt
number Reynolds number Heat transfer
co-efficients Inside boundary of tube
Outside boundary of tube assume that outside
heat transfer co-efficient is 1.5 times the
inside heat transfer co-efficient Overall heat
transfer co-efficient
7
Heat Transfer
  • Q UA ?Tm
  • ?Tm
  • The overall H.T. coefficient U can also be
    expressed by the emperical Equation
  • C1, C2 , C3 and C4 are obtained from the tables

U C1C2C3C4 vv
8
Heat Transfer

Constants in Equation Constants in Equation Constants in Equation Constants in Equation
Tube outer diameter, in 3/4 7/8 1.0
C1 v m/s,U W/(m2 . k) 2777 2705 2582
Water Temp. oC 4 8 12 16 20 24 28 32 36 40
C2 0.58 0.64 0.72 0.79 0.86 0.93 1.0 1.04 1.08 1.12
Tube material Tube material 304 stainless steal Admiralty, Arsenic-copper Aluminum- Brass, Muntz metal Aluminum- Bronze, 90-10 Cu-Ni 70-30 Cu-Ni
C3 18 gauge 0.58 1.0 0.96 0.9 0.83
C3 17gauge 0.56 0.98 0.94 0.87 0.80
C3 16 gauge 0.54 0.96 0.91 0.84 0.76
C4 0.58 for clean tubes, less for algae or sludged tube C4 0.58 for clean tubes, less for algae or sludged tube C4 0.58 for clean tubes, less for algae or sludged tube C4 0.58 for clean tubes, less for algae or sludged tube C4 0.58 for clean tubes, less for algae or sludged tube C4 0.58 for clean tubes, less for algae or sludged tube C4 0.58 for clean tubes, less for algae or sludged tube
9
  • Surface area required
  • AQ/ U ?Tm
  • A (pd) x l x n
  • Water calculation
  • mw Q/cp (T2 T1)
  • T2 T1?Ti -?To
  • cpwater4.18 kJ/kg oK

10
  • Pressure drop

Pressure drop in condenser water box, m
(A)one-pass, (B)two-pass
11
  • Pressure drop

Pressure drop in condenser tubes m/m length of
tube
12
Single-pass and Two-pass condensers
Single-pass Two-pass
Mass flowrate 2 m? m?
Power P 4 P
Temp. difference ?T 2 ?T
Condenser press. Pc gt Pc
13
Example
  • Design a condenser that would handle 1000 ton/h
    of 90 quality steam at 6 kPa and 120 ton/h of
    45oC drain water from FWH and 0.6 ton/h of 210
    oC drains from the steam jet ejector. Fresh
    cooling water is available at 20 oC.
  • Solution
  • H.T. calculation
  • Select
  • A two-pass condenser
  • Type 304 stainless steel tubing
  • Tubes 16 m in length, 7/8 OD, 18 BWG
  • TTD 4 oC
  • Inlet water velocity 2m/s

14
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15
  • Heat load Q 1000 x 103 x (xhfg)120 x 103(h45oC
    -hf) 0.6 x 103(h210oC -hf)
  • 1000 x 103 x (2174.4)120 x 103(36.9) 0.6 x
    103(746.2)
  • 103x (21744004428447.7)2.175 x 109
    kJ/h604.16 x106 W
  • ?Ti tsat-2036.2-2016.2 oC
  • ?To 4 oC
  • ?Tm(16.2-4)/ ln(16.2/4)12.2/1.3998.72 oC
  • Q UA ?Tm (1)
  • U C1C2C3C4 vv (2)
  • From tables
  • From tables U 2705x 0.86x 0.58x0.58 v21106.7
    W/m2. oC
  • Total surface area62,604 m2
  • For 7/8-in tubes surface area/m is 0.0698 m2 and
    cross-section area3.879cm2
  • A /p d ltotal
  • Total length of tubes 896,905 m

16
  • ltotal l x n
  • Number of tubes56,056 tubes 28,028 tubes/pass
  • Water calculation
  • T2 T1?Ti -?To 12.2 oC
  • For cpwater4.18 kJ/kg oK
  • mw Q/cp (T2 T1) 604.16 x103/4.18x12.2
    11.8x103kg/s42,650 Ton/h
  • check using Continuaty Equation
  • Mass flow rate ? x v x A x n/210.87
    x103kg/s39,132 Ton/h

17
  • Pressure drop
  • Pressure drop in water box 0.833 m0.0817 bar
  • Pressure drop in tubes0.3 m/m length0.0294 bar
  • Allow for 0.05 m thick tube sheet
  • Each pass will have a length of 16.1 m
  • Total pressure drop 0.0294 x 2 x 16.10.945 bar
  • Total pressure drop in the condenser 0.9450.081
    71.029 bar
  • Power m ?P/ ?1214.63 kW
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